A prestressed self-resetting damage controllable assembled swing wall

A prestressed, self-resetting technology, applied in the direction of walls, buildings, building types, etc., can solve the problems of difficult application in the field of structural reinforcement, insufficient concept of building industrialization, and difficult to achieve rapid repair, achieving convenient installation, reducing structural rigidity, The effect of reducing residual deformation

Active Publication Date: 2019-06-21
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The existing swaying wall design lacks the concept of building industrialization, and it is difficult to apply in the field of structural reinforcement, and it is difficult to achieve rapid repair after the earthquake

Method used

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  • A prestressed self-resetting damage controllable assembled swing wall
  • A prestressed self-resetting damage controllable assembled swing wall
  • A prestressed self-resetting damage controllable assembled swing wall

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0039] like Figure 1 to Figure 2 The present invention shown includes at least one assembly unit, and the assembly unit includes at least two prefabricated walls 1, upper connecting beams 3 and lower connecting beams 4, energy dissipation damping 5, unbonded prestressed tendons 6 and other parts. The prefabricated wall body includes a prefabricated reinforced concrete main body 11 and corner deformation blocks 2 . The center of the prefabricated reinforced concrete body 11 of the prefabricated wall 1 reserves an unbonded prestressed tendon tunnel 10, and the four corners are triangular corner deformation blocks 2, and the overall appearance of the two prefabricated walls 1 is a regular cuboid. The deformed blocks 2 at the four corners of the wall are elastic or elastoplastic materials with a lower modulus of elasticity than concrete and higher ductility than concrete, and are connected to the prefabricated reinforced concrete main body 11 through slots. The positions where t...

Embodiment 2

[0041] like Figures 5 to 6As shown, the present invention includes at least one assembly unit, and the assembly unit includes at least two prefabricated walls 1, upper connecting beam 3 and lower connecting beam 4, energy dissipation damping 5, unbonded prestressed tendons 6 and other parts. The prefabricated wall body includes a prefabricated reinforced concrete main body 11 and corner deformation blocks 2 . The center of the prefabricated reinforced concrete body 11 of the prefabricated wall 1 reserves an unbonded prestressed tendon tunnel 10, and the four corners are triangular corner deformation blocks 2, and the overall appearance of the two prefabricated walls 1 is a regular cuboid. The deformed blocks 2 at the four corners of the wall are elastic or elastoplastic materials with a lower modulus of elasticity than concrete and higher ductility than concrete, and are connected to the prefabricated reinforced concrete main body 11 through slots. The positions where the en...

Embodiment 3

[0043] like Figure 3 to Figure 4 As shown, the present invention includes at least one assembly unit, and the assembly unit includes at least two prefabricated walls 1, upper connecting beam 3 and lower connecting beam 4, energy dissipation damping 5, unbonded prestressed tendons 6 and other parts. The prefabricated wall body includes a prefabricated reinforced concrete main body 11 and corner deformation blocks 2 . The center of the prefabricated reinforced concrete body 11 of the prefabricated wall 1 reserves an unbonded prestressed tendon tunnel 10, and the four corners are triangular corner deformation blocks 2, and the overall appearance of the two prefabricated walls 1 is a regular cuboid. The deformed blocks 2 at the four corners of the wall are elastic or elastoplastic materials with a lower modulus of elasticity than concrete and higher ductility than concrete, and are connected to the prefabricated reinforced concrete main body 11 through slots. The positions where...

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PUM

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Abstract

The invention discloses a pre-stress self-resetting damage controllable spliced swing wall which comprises at least one spliced unit. The spliced units comprise upper connecting beams and lower connecting beams, the upper connecting beams and the lower connecting beams are opposite to one another, two prefabricated walls are arranged between each upper connecting beam and the corresponding lower connecting beam, and an energy dissipation damper is arranged between every two corresponding prefabricated walls; the various prefabricated walls comprise prefabricated reinforced concrete bodies and corner deformation blocks, the corner deformation blocks of each prefabricated wall are arranged at four corners of the prefabricated reinforced concrete body of the prefabricated wall, and the elastic modulus of the corner deformation blocks is lower than the elastic modulus of concrete; non-bonding pre-stress rib pore passages are reserved in the various prefabricated reinforced concrete bodies, non-bonding pre-stress ribs are arranged in the non-bonding pre-stress rib pore passages, and two ends of each non-bonding pre-stress rib are respectively anchored on the corresponding upper connecting beam and the corresponding lower connecting beam. The pre-stress self-resetting damage controllable spliced swing wall has the advantages that the pre-stress self-resetting damage controllable spliced swing wall can be mounted conveniently and quickly and can be used during new construction and reinforcement; swing, lifting, dropping and impact behavior of the spliced walls during earthquake is utilized, accordingly, the structural rigidity can be reduced, structural periods can be shortened, earthquake energy can be dissipated, and earthquake actions can be relieved.

Description

technical field [0001] The invention relates to the technical field of civil engineering, in particular to a prestressed self-resetting damage controllable assembled swing wall. Background technique [0002] Earthquakes, as sudden natural disasters, often cause huge social impact and economic losses. Ordinary concrete buildings designed according to codes can no longer fully meet the growing seismic demand of buildings. The structure needs to be under the action of earthquakes and other disasters without excessive damage to the structure, and after the disaster can be repaired under reasonable technical and economic conditions to restore its expected function, that is, the damage controllable structure. [0003] Structural damage is reflected in the overall effect of component damage, including three aspects: damage form, damage degree and damage distribution. The purpose of structural damage control is to limit the damage of the structure to the preset parts, and make the...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/00E04B1/98E04H9/02
CPCE04B2/00E04H9/021
Inventor 吴刚崔浩然许嘉辉
Owner SOUTHEAST UNIV
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